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Home My WebLink About20170361 Ver 1_Carteret 63 Permit Package_FINAL rev_20170329Attachment L: Low Impact Bridge Replacement Process Low Impact Bridge Project No. 17BP.2.R.71: County Carteret Bridge No. 63 over Hadnot Creek WBS Element Number 17BP.2.R.71 This project is subject to the Low Impact Bridge Process as agreed to on October 6, 2009. This project meets the documentation requirements and approval procedures under NEPA, as defined by FHWA, for Low Impact Bridge Replacements. This project meets the standards of NCDOT's Minimum Criteria Rules. Date: March 22. 2017 Applicant Name: North Carolina Deoartment of Transoortation Applicant Address: P.O. Box 1584 Greenville, NC 27835 Primary Contact for Project: Hon F. Yeunq, PE Phone No.: 252-439-2827 Is this an after-the-fact application:_Yes x No River Basin: White Oak Stream Classification: SA. HQW Regulatory Authorization Options for this Activity Federal: USACE Nationwide General Permit 3— Maintenance State: General Water Quality Certification #3687 and/or Buffer Authorization Local: None Project Description — State project 17BP.2.R.71 involves the replacement of an existing 52 ft. timber bridge. The replacement structure will be a 1@ 55' and 1@30' core slab bridge, providing a 27.53' clear deck width. The roadway grade of the new structure will be approximately the same as the existing structure. There will be no direct discharge into the stream (deck drains on the bridge). The existing bridge has two bents in the stream, while the proposed bridge only has one bent in the stream bank. All existing stormwater drainage patterns will be maintained. The storm drainage system picking up the bridge deck drainage will be outleted outside of the CAMA Buffer onto a dissipater pad, in a proposed ditch on the southwest quadrant of the bridge. The existing ditches on the northwest, southwest, and southeast quadrants were tied into proposed ditches due to widening of the proposed roadway footprint filling in the existing ditches. All three of these ditches were ditched to the stream, just as the existing ditches were. Signature: �G� ' /�%/ Print Name: Hon F. Yeunq. PE Title: Proiect Enaineer Low/Minimal Impact TIP NO Stream Existing Structure Proposed Structure Stream Wetlands DWQ Buffers Impacts (SF fer Applicaton Required (' � Stortnwater Pertnit Req T&E Moratorium Trout Waters Location Comments Classification SIN Type Size Type Size Suff. Rating Type Non 404 Impacts (AC) Habitat Species Present Bio Conclusion Type Trout Species Present Trout Conditions (Y/N) WRC Reviewer Essential Fish Habita Nav. Openir USCG Permit TVA Area FEMA Buyout FEMA Flood St� USTs Haz Mats Completed by: Lead Division Data Sheet 776P.2.R.71 17BP.2.R.71 Officer SA; HQW 20-23 perennial/inland 20'x2' Bridge 52' 37.65 Bridge 85' x 30' 0' N/A No Habitat No Effect None N/A N/A Canoe No No No Na �"��■��■ ■ �L� ��"ir' '"�I��i �►��ti1 ,,��.��.��r��•�r .►-':t`i�-��.,�i"r'�� i �r�'�,�� r��r � �� , �:.., F� �.,. v`: ilderness Project Vicinity � � � • Jacksanville Corteret Emerald Isle . n �. i.�, .�, Snex��. F erry� N , Havelock ra«Cr,z� Clty -- OF"pORTH C4 �.�� 9d tip �2 h �, *'�i 'q �i 9 ��. , ,1i� QpQ' . �OFTRANS. - E N G I N E E R I N G & C O N S T R U C T I O N Figure 1 - Project Vicinity REPLACE BRIDGE NO. 63 OVER HADNOT CREEK ON SR 1104 (OLD CHURCH RD.) CARTERET COUNTY MARCH 2O17 0 250 500 1,000 Feet �- �*> .r� +rr� � ByB� �. 4 , . �� Le end ; ��. ..� . µ,� ��,� ByB �. 9 . '4�. `�' �' k �� H dric ,� . . , �,, � � r .. . Y � •`- " �e �� - ' ! � ';�r� ��' �� -, Non-Hydric , ''� I � � � ' �� •r . . �� . '� . . 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"�" _ ' Soil Legend '�� {�, • �� J°'"' :�., � ��ti '�,�- Goldsboro Loamy i=ine Sand, 0-c �o ��ope� : �;� � � , ' '� • �'�. �' ' . �;a- Masontown Mucky Loam, frequenti;� Floflde ,,, ��. �' .�• �., �� i` ;.,. r � � ' 'l�f_ EV'��a�ville P�4ucky Sand z s' y�� _ .!r ,_ i: .,} •� r �^ GoA � B B : �. � Map Location Soil Map Figure 2 CRAVEN REPLACE BRIDGE NO. 63 OVER HADNOT CREEK �= F�C7�Tff C,� JONES ON SR 1104 (OLD CHURCH RD.), CARTERET COUNN Y ,�.4��a ,/� ��r� WBS NO. 17BP.2.R.71 ��,h f'� � Carteret County Soil Survey, 1987 f * f � '•f YJr ONSLOW CARTERET Sheet 10 �� -. ;_ t� � � � ��: MARCH 2O17 � �,�� 0 75 150 300 '�F ��' Feet �`'�+r Tx�.�S4 � CARTERET 63 LIBR APPLICATION SR Il04 (OLD CHURCH RDJ,OVER NADNOT CREEK 52'LONG TIMBER BRIDGETO BE REPLACED WlTH AN 85' LONG X 30' WIDE CORED SLAB BRIDGE SWANSBORO USGS OUAD MAP WNITE OAK RIVER BASIN WBS ELEMENT NUMBER 178P.2.R.71 --,� �—Wi+�-- _ — — — — � � O TONY G. MCNEILL DB 1142 PG 325 188J5 ACRES "� �/ 30 FT CAMA BUF w� WETLAND IMPACTS = 17/5 SqFt. � - - ---- -- --------- E}L-D C,4{�RCH � �� —E— �yg E �'�E � � �°' \ �� HU�PHRIES � w4 DB 502, PG 416 WETLAND IMPACTS = 2790 SqFt. 174.13 ACRES >�>s� ��s WETLAND 1MPACTS iOTAL STREAM /MPACTS:O LINEAR FEET iOTAL WETLAND IMPACT5:4,555 Sq.Ft. s� O TERRY L.FRANTZ 793 OLD CHURCH RD DB 1014 PG l99 .56 ACRE , S 1 ,� � � �� •. ,,.�Zl.1 �,N�. �.v, rlrr�� r: ��!!/�� r��iRlR R �}1LCIl��y'�ii��11PY� f. �a�Z ,�� ' � � G __ __—'1 ��/� �_-- � I,� .. �I _ I% I �� ...�_,.k- !�€ � � a -----.��_.__ �`.� ��'`. .��m�;: .. .':��aa, � �,��! � � NO. �inu a 0 w e� z"' �� 0 N O 6 � � w2 WETLNJD IMPACTS = 0 SqFf. C � �I �� ,� -� FA � � �_=� —. — �,0— �--4—� � - � �. �_n-- -- � — / — - —_ ---- ---- --- � _ -_-- - — - __= -� =y--�' - --�� Riw \ �s \ � � i 30 F BUF ER / �AGN S BURTON � DB 778,PG m3l 81.90 ACRES W3 WETULYD IMPACiS = 50 SqFt. WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS an Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) W 1 13+00 TO 14+55 DITCH 0.039 0.039 W 3 14+96 TO 15+21 FILL 0.001 W4 12+65 TO 14+44 DITCH 0.064 0.064 TOTALS*: 0.001 0.103 0.103 `Rounded totals are sum of actual impacts NOTES: zois os os F�� y,,.�,��, North Carolina Department of Transportation S lU!-1�ilLY'iITPT. .. , .... Highway Stormwater Program .�. STORMWATER MANAGEMENT PLAN _ (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 176P.2.R.71 TIP No.: SF-150063 County(ies): Carteret Page 1 of 1 General Project Information WBS Element: 17BP.2.R.71 TIP Number: SF-150063 Project T pe: Brid e Replacement Date: NCDOT Contact: Jay B. Johnston Contractor / Designer: Wetherill En ineerin Address: 105 Pactolus Hwy. (NC 33) Address: 1223 Jones Franklin Road PO Box 1587 Raleigh, NC 27606 Greenville, NC 27835 P hone: 252-469-2800 P hone: 919-851-8077 Email: 'b'ohnston ncdot. ov Emaii: mharvey wetherillen .com Cit ITown: Count ies : Carteret River Basin(s): White Oak CAMA County? Yes Wetlands within Project Limits? Yes Pro'ect Description Project Length (lin. miles or feet): 09 miles Surrounding Land Use: Rural Residential Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac.) 0,3 ac. 0.2 ac. Typical Cross Section Description: Two 10 foot Travel Lanes with 4 foot grassed shoulders on each side Two 10 foot Travel Lanes with 3 foot grassed shoulders on each side Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: N/A - Subre ional Tier Year: N/A Existin : 220 Year: 220 General Project Narrative: The purpose of the project is to replace Bridge No. 63 on SR 1104 over Hadnot Creek in Carteret County. The existing bridge is 52.0 feet long. The replacement structure will be (Description of Minimization of Water a 1@ 55' and 1@ 30' long bridge, providing a 27.83' clear deck width. The roadway grade of the new structure will be approximately the same as the existing structure. There Quality Impacts) will be no direct discharge into the stream (deck drains on the bridge). The existing bridge had two bents in the stream, while the proposed bridge only has one bent in the stream bank. All existing stormwater drainage patterns were maintained on the project to the fullest extent. The storm drainage system picking up the bridge deck drainage will be outleted outside of the CAMA Buffer onto a dissipator pad, in a proposed ditch on the southwest quadrant of the bridge. The existing ditches on the northwest, southwest, and southeast quadrants were tied into prposed ditches due to widening of the proposed roadway footprint filling in the existing ditches. All three of these ditches were ditched to the stream, just as the existing ditches were. Waterbod Information Surface Water Bod (1 : Hadnot Creek NCDWR Stream Index No.: 20-23 NCDWR Surface Water Classification for Water Body Primary Classification: Class SA Su lemental Classification: Hi h Qualit Waters HQW Other Stream Classification: None Im airments: None A uatic T&E S ecies? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: Other Pro'ect Includes Brid e S annin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative)